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<br /> ... .1."""'-- --197 :0 ".<J---- ,\1.1.1.\1 'VJ.,J ..1."" ,vv. .J.Jv "1),, -..,v - ,I1V.L.LJ ,
<br /> 104 203 2600. 2,0 .0110 .013 .120 ,062 ,250 2.00 .40 ,00115 1
<br /> 205 108 2600, 160,0 1.0 ,0070 ,013 ,120 ,062 ,250 2.00 ,55 .00115 1
<br /> 105 102 2600. 160,0 1.0 ,0070 ,013 .120 .062 .250 2.00 .55 .00115 I
<br /> 106 206 1500. 101.2 1.0 ,0070 ,013 .120 .062 ,250 2.00 ,47 ,00115 1
<br /> 206 Il2 1500. 102.0 1.0 ,0070 .013 .120 .062 .250 2.00 ,47 ,00115 I
<br /> 107 109 600. 8,3 ,0 ,0100 .013 .120 .062 .250 4.00 ,40 ,00115 1
<br /> 108 III 2600, 134.4 5,0 .0040 ,013 ,120 .062 .250 4.00 .40 ,00115 1
<br /> 109 Il3 2600. 104.0 1.0 ,0130 .013 .120 .062 ,250 2.00 ,47 ,OOIl5 I
<br /> IlO Il4 2600. 194,7 2.0 ,0060 .013 .120 ,062 .250 4.00 .40 .00115 I
<br /> III 215 1700, 85,0 1.0 ,0080 ,013 ,120 .062 .250 2.40 ,56 ,00115 1
<br /> Il2 117 8000, 185,5 ,0 ,0110 ,013 ,120 .062 ,250 2.00 .60 ,OOIl5 1
<br /> 113 Il6 2400, 136,8 1.0 ,0040 ,013 ,120 ,062 .250 2.00 .20 .00115 I
<br /> Il4 101 1400, 76,9 1.0 ,0110 ,013 ,120 .062 .250 2.00 ,55 ,00115 I
<br /> 115 315 2600, 55.0 1.0 ,0070 .013 .120 ,062 .250 2.00 .47 .00115 I
<br /> 215 107 2600. 53.0 1.0 .0070 .013 .120 .062 .250 2.00 .47 .00115 I
<br /> 116 124 2600. 194,0 1.0 ,0130 .013 ,120 ,062 .250 2.00 ,47 .00Il5 1
<br /> Il7 218 5000, 220.0 2,0 ,0200 ,013 ,120 ,062 .250 4.00 .40 ,OOIl5 1
<br /> 22 149 1370. 14.2 2.0 .0100 .013 .120 .062 .250 1.35 .50 .00Il5 I
<br /> 23 151 2550. 58.5 2,0 ,0100 ,013 .120 .062 .250 2.00 .50 .00115 1
<br /> 27 157 4430, 111.8 65,0 ,0330 ,013 ,120 .062 .250 2.00 ,50 .00115 1
<br /> 28 158 3850, 203.5 40.0 ,0260 ,013 .120 ,062 .250 2.00 ,50 ,OOIl5 1
<br /> 29 159 3530. 194,4 40.0 ,0230 ,013 ,120 .062 .250 2.00 .50 ,00115 1
<br />OTOTAL NUMBER OF SUBCATCHMENTS, 58
<br />OTOTAL TRI8UTARY AREA (ACRES), 773 1.8 0
<br />1
<br /> COOPER SLOUGH LMMP 4/93 LOVE & ASSOC. ITAKEN FHOM IMPLEMENTATION PLAN)
<br /> 50 YR RUNOFF EVENT FOR EXISTING CONUITIONS I HOUR STORM EXTENDED TRIBUTARY
<br /> '" CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODBL III
<br /> WATHRSHED ARHA (ACRES) 773 1.8 0 0
<br /> TOTAL RAI~FALL (INCHES) 2.190
<br /> TOTAL INFILTRATION (INCHES} 1.043
<br /> TOTAL WATERSHED OUTFLOW (INCHES} .930
<br /> TOTAL SORFACE STORAGE AT END OF STROM IINCHES) ,217
<br /> ERHOR IN CONTINUITY, PERCENTAGE OF RAINFALL .000
<br />I
<br /> COOPER SLOOGH LMMP 4/93 LOVE & ASSOC. ITAKEN FROM IMPLEMENTATION PLANI
<br /> 50 YR RONOFF EVENT FOR EXISTING CONDITIONS 1 HOUR STORM EXTENDED TRIBUTARY
<br /> WIDTH INVHRT S:1DE SLOPES OVERBANK/SURCHARGE
<br /> GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE HOm TO VERT MANNING DEPTH JK
<br /> NUMBER CONNECTION (FT} 1FT) IFT/FT} L R N (FTI
<br /> 1 0 0 I CHANNEL 100.0 500. .0060 333,0 83.0 .040 3.40 0
<br /> 42 1 0 I CHANNEL 200.0 5200. ,0038 333,0 83.0 ,040 3.40 0
<br /> 3 42 0 5 PIPE 3.0 120. ,0050 ,0 ,0 .013 4.00 0
<br /> OVERFLOW 17.0 O. .0050 40.0 ,I .040 9.50
<br /> 4 3 0 4 CHANNEL 4,0 500. ,0040 ,5 ,5 ,035 4,00
<br /> OVERFLOW 6,0 O. ,0040 40,0 90,0 .040 9,00
<br /> 99 4 20 3 ,0 0, ,0010 ,0 ,0 ,001 10.00 -.
<br /> TIME IN HRS VS INFLOW IN CFS
<br /> ,I ,0 2.3 16.2 2,4 18,4 2,6 25.8 2.8 39.3 3.3 89.3
<br /> 3,5 110 .1 4,1 143.3 4.8 162.1 5.0 165.9 5.3 168.6 5.6 171.2
<br /> 6,0 172,8 6.2 173,0 6,3 172,8 7,0 169.2 8,0 155.8 10.0 121.3
<br /> 12,0 95,2 15.0 74,3
<br /> 98 20 I CHANNEL 10,0 3200. .0055 20.0 20.0 ,040 3,00 -1
<br /> TIME IN HRS VS INFLOW IN CFS
<br /> ,1 ,0 2,3 13,3 2.4 15,1 2,6 21.2 2,8 32.3 3.3 73. 3
<br /> 3,5 90,4 4.1 111,6 4.8 133 .1 5.0 136.2 5.3 138.5 5.6 I40 .6
<br /> 6.0 141.9 6,2 142 ,0 6.3 141. 9 7.0 138.9 8.0 128,0 10.0 99.6
<br /> 12,0 78,2 15,0 61.0
<br /> 6 4 7 2 PIPE 6.0 250. .0045 ,0 .0 ,013 6.00
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> .0 ,0 4,0 140,0 35.0 315,0 42.0 640.0 46.0 1100.0 50.0 1900,0
<br /> 61,0 2700,0
<br /> 305 8 I CRANNEL 20.0 1900. ,0033 40,0 40.0 .040 6.00 -[
<br /> TIME 1M ERS VS INFLOW 1M CFS 158,0
<br /> 1,0 158.0 2.0 158,0 3,0 158,0 4.0 158.0 5,0 158,0 6.0
<br /> 7,0 158,0 8.0 158,0
<br /> 196 0 3 1,0 1. ,1000 1.0 1.0 .100 1.00 0
<br /> 2 3 3 4,0 I. .0010 2.0 2.0 ,010 9.00 196
<br /> nTVRRgroN TO GnTtRR NnNRRR 1 q, - TOnI. n VS nTVRHRn n TN rF..~
<br />
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